Plaque It!
Sponsored by: Flash of Genius |
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| 3328887 | Layout tool | July, 1967 | Wright | 33/372 |
| 4481748 | Shoring system and parts thereof | November, 1984 | D'Alessio et al. | 52/638 |
| 5031724 | Shoring frame pillar | July, 1991 | Quinn | 182/186.6 |
| 5317855 | Supporting element to be used in building constructions | June, 1994 | De Leeuw | 52/638 |
| 5388666 | Support scaffold | February, 1995 | Schwoerer | 182/186.6 |
| 5653415 | Adjustable-height support for shuttering in the building trade | August, 1997 | Schwoerer | 248/354.1 |
| 6059258 | Modular shoring frame and system | May, 2000 | Jackson | 249/18 |
| 6871454 | Post shoring and decking system | March, 2005 | Coday et al. | 52/126.6 |
| 20030230700 | Adjustable support member for manufacturing tool and other equipment | December, 2003 | Kemeny | 248/677 |
| 20040118065 | Column hung shoring bracket and slab support truss system | June, 2004 | Jackson et al. | 52/351 |
| 20050161571 | Adjustable shoring post | July, 2005 | Wood | 248/354.3 |
| 20060037666 | TREE PUSHER | February, 2006 | Smith | 144/34.2 |
1. Field of the Invention
The present invention relates to building construction shores and to building construction shore assemblies, for use, for example, in supporting construction formwork during the erection of concrete buildings.
2. Description of the Related Art
In U.S. Pat. No. 5,379,599, issued Jan. 10, 1995, there is disclosed an adjustable height post for construction formwork which is made of aluminum and which comprises a threaded nut fastened to an outer tube, and an inner tube having threaded segments on the outer surface of the inner tube, these threaded segments being in threaded engagement with the nut. The threaded segments project into recesses in the outer tube and the inner tube is nonrotatably supported and guided in the outer tube. This prior shore therfore, has the disadvantage that rotation of the nut around the inner tube is required to adjust the length of the shore, which is can be unduly time-consuming.
According to the present invention, there is provided an adjustable building construction shore which has an inner tubular member extending internally of an outer tubular member and projecting from one end of the outer tubular member. The inner tubular member is displaceable longitudinally of the outer tubular member, and the outer and inner tubular members are formed with openings extending transversely through the outer and inner tubular members and spaced apart longitudinally of the outer and inner tubular members. A retainer members extending through the openings releasably secures the outer and inner tubular members against relative longitudinal movement. A lower end of the shore is supported on a screw jack.
To adjust the length of the present shore, therefore, the retainer member can be withdrawn to allow relative longitudinal sliding adjustment of the inner and outer tubular members relative to one another, which can be accomplished rapidly and after which the retainer member can be reinserted and the screw jack can be employed for fine adjustment of the shore length.
The present invention further provides a pair of the adjustable building construction shores according to the present invention with a pair of cross braces extending between the shores. End portions of the cross braces are secured by fasteners to the shores.
In a preferred embodiment of the invention, the fasteners comprise T-bolts having heads engaged in the longitudinal formations and jam nuts in threaded engagement with the T-bolts and in jammed engagement with longitudinal formations.
The invention will be more readily understood from the following description of preferred embodiments thereof given, by way of example, with reference to the accompanying drawings, in which:
FIG. 1 shows a view in side elevation of a building construction shore embodying the present invention;
FIG. 2 shows a broken-away view, in side elevation and in an enlarged scale, of parts of the shore of FIG. 1;
FIG. 3 shows a view taken in horizontal cross-section through inner and outer tubular members forming parts of the shore of FIGS. 1 and 2;
FIGS. 4 and 5 show a top plan view and a view taken in side elevation, respectively, of a retainer ring and associated components forming parts of the shore of FIGS. 1 and 2;
FIG. 6 shows a view in front elevation of a shore assembly comprising a pair of shores similar to the shore shown in FIGS. 1 and 2;
FIG. 7 shows a broken-away view, in front elevation, of parts of the shore assembly of FIG. 6;
FIG. 8 shows a view in side elevation of the parts shown in FIG. 7;
FIG. 9 shows a top plan view of a T-bolt;
FIG. 10 shows a view taken in side elevation of the T-bolt of FIG. 9:
FIG. 11 shows a broken-away view, taken in horizontal cross-section along the longitudinal axis of the T-bolt of FIG. 8;
FIG. 12 shows a view in front elevation of outer tubular members such as that of FIG. 1 interconnected by a truss;
FIG. 13 shows a broken-away view, taken partly in cross-section, through one of the tubular members of FIG. 2, and showing a connection between the truss and the outer tubular member; and
FIG. 14 shows a view in side elevation of the parts shown in FIG. 13;
FIG. 15 shows a view taken in cross-section along the line 15—15 of FIG. 13; and
FIG. 16 shows a view in perspective of a pair of jaws forming parts of the connection of FIG. 13.
In FIG. 1 of the accompanying drawings, there is illustrated a shore indicated generally by reference numeral 10, which comprises an outer tubular member indicated generally by reference numeral 12 and an inner tubular member 14 indicated generally by reference numeral 14.
The inner tubular member 14 is telescopically interengaged with the outer tubular member 12, with a portion of the inner tubular member 14 projecting downwardly from the lower end of the outer tubular member 12.
The inner tubular member 14 has its lower end supported on a screwjack indicated generally reference numeral 16.
Referring now to FIG. 2, which shows in greater detail portions of the shore 10 of FIG. 1, it will be seen that the outer and inner tubular members 12 and 14 are each formed with openings 18 extending transversely of the outer and inner tubular members 12 and 14. The openings 18 are spaced apart longitudinally of the outer and inner tubular members 12 and 14. A retainer member in the form of a double retaining pin indicated generally by reference numeral 20 has a pair of parallel arms 22 which are spaced apart by a distance corresponding to the spacing of the openings 18 and interconnected by an intermediate portion 21 of the pin 20. By aligning the openings 18 in the outer tubular member 12 with the openings 18 in the inner tubular member 14, the arms 22 of the retaining pin 20 can be inserted through respective ones of the openings 18 in the outer tubular member 12 and respective ones of the openings 18 in the inner tubular member 14 so as to retain the outer and inner tubular members 12 against longitudinal displacement relative to one another. In this way, the length of the shore 10 can be adjusted.
The intermediate portion 21 is formed with a bend 23 extending towards the outer tubular member 12 and serving to space the intermediate portion 21 from the outer tubular member 12 on insertion of the retaining pin 20, thereby facilitating manual engagement and removal of the retaining pin 20 when required.
The cross-sectional shapes of the tubular members 12 and 14 are illustrated in FIG. 3.
As can be seen from FIG. 3, the inner tubular member 14 is formed with four inwardly projecting, recessed, longitudinal formations indicated generally by reference numerals 24 which project inwardly of the inner tubular member 14 and which form laterally outwardly open recesses 26, with spaced shoulders 28 at the outermost sides of the recesses 26. The recesses 26 have opposite side walls 29 and a width W between these side walls 29.
The inner tubular member 14 is also formed with reinforcement portions 30 which extend along the outer side of the inner tubular member and are located between the recesses 26.
The outer tubular member 12 is formed with four formations indicated generally by reference numerals 32, which extend longitudinally of the outer tubular member 12 and project inwardly and outwardly of the outer tubular member 12, the formations 32 forming recesses 34 which are open laterally outwardly of the outer tubular member 12. The recesses 34 have opposite side walls 35 which are spaced apart by a distance W, so that the recesses 34 have a width equal to that of the recesses 26.
The side walls 35 project outwardly of the outer tubular member 12 to outer ends having shoulders 36 which extend towards one another and projections 37 which extend in opposite directions from the recesses 34, the shoulders 36 and the projections 37 extending longitudinally of the outer tubular member 12.
The formations 32 also each have an innermost portion with inwardly extending projections in the form of a pair of spaced ribs 38 extending longitudinally of the outer tubular member 12. The ribs 38 project between the shoulders 28 so as to slidably engage in the recesses 26 in the inner tubular member 14 and therefore prevent relative rotation of the inner and outer tubular members 12, while allowing relative longitudinal displacement of the tubular members 12 and 14.
As shown in FIGS. 4 and 5, the screw jack 16 is provided with a nut and retainer assembly indicated generally by reference numeral 40, which comprises outer annular plate 42 provided with a pair of spaced, upstanding retainer projections or bars 44, which are engagable in a pair of the recesses 26 in the inner tubular member 14 at the lower end of the inner tubular member 14.
The annular plate 42 is welded onto a sleeve 46 extending around and movable freely along a screw 48 forming part of the screw jack 16. The lower end of the screw 48 is supported on a support plate 50 (FIGS. 1 and 2). The lower end of the sleeve 46 is seated on a nut 52 which is in threaded engagement with the screw 48 and which has a pair of handles or arms 54 projecting from opposite sides of the nut 52.
A first ring 56 is welded to the exterior of the sleeve 46 below a second ring 57, which is slidable along the sleeve 46. The second ring 57 is secured to the nut 52 by a pair of L-shaped retainers 58, which are welded at the upper ends to the ring 57 and secured at their lower ends to the arms 54 by bolts 59. The ring 56 is in this way retained between the nut 52 and the ring 57, so that the retainer bars 44, the annular plate 42 and the sleeve 46 are retained relative to the nut 52 and so that the nut 52 can rotate relative to the sleeve 46 and, therefore, relative to the tubular member 14 when the nut 52 is rotated about the screw 48 to adjustably raise or lower the inner tubular member 14 for fine adjustment of the length of the shore 10.
In FIG. 6, there is shown a shore assembly indicated generally by reference numeral 60 which comprises a pair of parallel, longitudinally adjustable building construction shores, indicated generally by reference numerals 10A and 10B, each of which is similar to the shore 10 of FIGS. 1 and 2 and components of which have therefore been indicated by the same reference numerals as those used in FIGS. 1 through 5. The two shores 10A and 10B are connected together by bracing structures in the form of an upper cross-brace, indicated generally by reference numeral 62, and a lower cross-brace, indicated generally by reference numeral 64, the cross-braces 62 and 64 being formed by brace members 65.
The upper and lower cross-braces 62 and 64 are connected to outer and inner tubular members 12 and 14, respectively, of the shores 10A and 10B by connections 66, one of which is illustrated in greater detail in FIGS. 7 through 10.
Referring to FIG. 10, the connection 66 comprises a T-bolt indicated generally by reference numeral 68, which has a threaded shank 70 and a head 72 welded at one end of the threaded shank 70.
As shown in FIG. 9, the head 72 has, at opposite sides of the shank 70, a curved surface 74 extending to a flat surface 76.
In FIG. 11, the head 72 is shown inserted into one of the recesses 26 in one of the tubular members 14 and then rotated to bring the curved surfaces 74 into jammed engagement with opposite walls of this recess 26. The head 72 is retained in this position by means of a washer 78 and a jam nut 80 in threaded engagement with the shank 70. The shank 70 extends through one end of one of the brace members 65, which is clamped against the jam nut 80 by a wing nut 82, thereby securing that brace member 65 to the inner tubular member 14.
The brace members 65 are likewise secured to the outer tubular member 12 by jammed engagement of the heads 72 of their T-bolts 68 in the recesses 34 of the two shores 10A and 10B.
The bolts 68 can be slid along the recesses 26 and 34 before being jammed into position to secure the ends of the brace members 65. The present shore assembly therefore has the important advantage that the spacing of the two shores 10A and 10B is not predetermined but is selectively variable, according to circumstances, to enable optimum load distribution on the shores to be obtained in accordance with the load capacity of the shores.
FIG. 12 shows bracing structure in the form of a truss, indicated generally by reference 90, connected in place of the upper cross-brace 62 to the pair of outer tubular members 12 by four connectors, which are indicated generally by reference numerals 92. One of these connectors 92 is illustrated in greater detail in FIGS. 13 through 15.
As shown in FIGS. 13 and 16, the connector 92 comprises a pair of jaws indicated generally by reference numerals 94a, 94b having flat, horizontal upper portions 95a, 95b and flat horizontal lower portions 96a, 96b connected by flat vertical intermediate portions 97a, 97b. The flat horizontal portions 95a, 95b and 96a, 96b are formed with openings 98 and 99 for receiving a bolt 100.
The bolt 100 also extends through openings 102 in a square-section end portion 104 of the truss 90 and is secured by a nut 106 beneath the underside of the horizontal lower portion 96a of the jaw 94a.
The jaws 94a and 94b are pivotable about the vertical axis of the bolt 100 between an engaged position, in which the jaws 94a, 94b are shown in FIG. 13, and in which inwardly projecting end portions 108a, 108b of the jaws 94a and 94b engage behind the oppositely laterally outwardly extending projections 37 of the formation 32 of the adjacent outer tubular member 12, and a released position, which is not shown and in which the end portions 108a, 108b are released from the projections 37.
The flat horizontal upper and lower portions 95a, 95b and 96a, 96b of the jaws 94a, 94b are also formed with rectangular openings 110a, 110b and 111a, 111b, which, in the engaged position of the jaws 94a, 94b, are vertically aligned and receive a wedge 112 having corresponding rectangular cross-sections. The wedge 112, which is retained by a wedge retainer 114 inserted through the wedge 112 beneath the jaw 94a, serves to releasably retain the jaws 94a, 94b in their engaged positions and, thereby, to connect the truss end portion 104 to the adjacent outer tubular member 12.
As will be apparent to those skilled in the art, various modifications and improvements may be made in the above-described embodiments of the present invention within the scope of the accompanying claims.